Laserfiche WebLink
SEDIMENT ROLL <br />12" MIN. <br />1 " X 2" X 2' <br />WOOD STAKE <br />MAX. 4' SPACING <br />ENTRENCHMENT DETAIL IN SLOPE AREA <br />MIN. 8" DIAMETER, <br />UNLESS OTHERWISE <br />APPROVED, TYP. <br />SEDIMENT ROLL <br />O <br />3 -III=1111 I=11111 <br />=11 ISI=1�1� <br />� <br />�IIIII,III-III-III— <br />;T �I <br />ENTRENCHMENT DETAIL IN FLAT AREA <br />1" X 2" X 2' <br />WOOD STAKE <br />MAX. 4' SPACING <br />FINISHED GRADE <br />TYP. STRAW WATTLE INSTALLATION <br />1) FOLLOW MFR'S RECOMMENDATIONS FOR PLACEMENT OF STAKES (4' SPOIL MIN UNLESS <br />OTHERWISE APPROVED) <br />NOTES: <br />1) REPAIR OR REPLACE SPLIT, TORN, UNRAVELING OR SLUMPING FIBER ROLLS. <br />2) INSPECT FIBER ROLLS WHEN RAIN IS FORECAST, FOLLOW RAIN EVENTS AND AT LEAST <br />DAILY DURING PROLONGED RAINFALL. PERFORM REQUIRED MAINTENANCE. <br />3) IN MOST CASES, FIBER ROLLS DO NOT REQUIRE REMOVAL AND CAN BE ABANDONED IN <br />PLACE. IF NOT EXCESSIVELY SOILED, ROLLS MAY BE REMOVED, REPLACED AND <br />REUSED. <br />4) NO PLASTIC, MONOFILAMENT, JUTE, OR SIMILAR EROSION CONTROL MATTING THAT <br />COULD ENTANGLE SNAKES WILL BE PLACED ON A PROJECT SITE WHEN WORKING WITHIN <br />200 FEET OF SNAKE AQUATIC OR RICE HABITAT. POSSIBLE SUBSTITUTIONS INCLUDE <br />COCONUT COIR MATTING, TACTIFIED HYDROSEEDING COMPOUNDS, OR OTHER MATERIAL <br />APPROVED BY THE WILDLIFE AGENCIES. <br />Kel <br />GRAVFF F -'F ' Fn <br />SANDI <br />STACI, <br />SPILLWAY <br />PLAN VIEW <br />ELEVATION VIEW <br />1) PLACE GRAVEL BAG SEDIMENT BARRIERS WHERE WATER CAN <br />POND AND ALLOW SEDIMENT TO SEPERATE FROM RUNOFF. <br />2) SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE <br />FABRIC, ARE FILLED WITH PEA GRAVEL, LAYERED AND <br />PACKED TIGHTLY. <br />3) LEAVE ONE SANDBAG GAP TO PROVIDE A SPILLWAY FOR <br />OVERFLOW. <br />4) INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH <br />STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED <br />FROM THE TRAVELED WAY IMMEDIATELY. <br />ROCK BAG SEDIMENT <br />mma V <br />NOT TO SCALE <br />Gov. 31dq, 11`9-6Y <br />w <br />D <br />Z <br />w <br />IINLII I I_UIN I KUL IINI LUUII%j INLL I I- IL I LN b/Av, F LN UL I AIL <br />_--- -- B, SHEET EC -1 <br />FLOW DIRECTION <br />STABILIZED CONSTRUCTION ENTRANCE, PER DETAIL A, <br />SHEET EC -2 <br />gT Reel <br />4V <br />FN <br />STALL TEMPORARY CATCH <br />SINS PER SAN JOAQUIN <br />)LINTY STANDARDS IN <br />\TCHED AREAS, TYPICAL. <br />cr <br />W w <br />Y <br />J Q <br />Q � <br />50 100 150 200 w <br />Q <br />FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES <br />0 <br />Lu <br />QROFESS/pN o <br />OF�G-, Q <br />oP-- <br />o. 42 ?� <br />w rn <br />` EXP.'03-31-08 <br />qT C / V ` ���� <br />OF CALIF& <br />INSTALL TYPE 1 CATCH BASINS PER <br />SAN JOAQUIN COUNTY STANDARDS <br />IN NORTHERLY GUERNSEY AVENUE <br />HALF—SECTION AND WESTERLY <br />WAGNER AVENUE HALF—SECTION. <br />w <br />D <br />Z <br />`w <br />cr <br />w <br />Z <br />0 <br />Q <br />TEMPORARY SWALES — <br />GRADE TO DRAIN TO <br />TEMPORARY CATCH BASINS, <br />TYPICAL. <br />INTERIM DRAINAGE DETAIL <br />1"=100' <br />EROSION CONTROL PLAN <br />low <br />EC -1 <br />z <br />0 <br />0 <br />_Q <br />Z <br />F= <br />I <br />m <br />0o <br />O <br />j <br />LLJ <br />U <br />0 <br />w <br />F_ <br />w <br />v <br />o <br />o <br />J <br />Q <br />O <br />UT <br />�I Q <br />w <br />O <br />01 <br />0 <br />0 <br />N <br />Z <br />O <br />U <br />QM <br />M <br />U <br />(N <br />N <br />F- J <br />P <br />�Q <br />N) <br />Ni <br />o a <br />Lij <br />w <br />Z Z <br />J <br />ti <br />Z Q <br />0 U <br />w <br />O <br />Z <br />(7 <br />J N F- <br />W c <br />0 � j <br />i <br />Lu <br />(n O >I <br />J <br />z <br />m <br />a. <br />cncn <br />�� <br />�w <br />Z�0 <br />o <br />Wcr <br />M <br />�� <br />w <br />w�, <br />z <br />> <br />O <br />J <br />w <br />z <br />O <br /><1 <br />Q <br />U <br />0 <br />0 <br />N <br />0 <br />Z} <br />�, <br />W <br />�w0=� <br />Z <br />Z <br />w <br />LL <br />O <br />0 <br />Z <br />0 <br />a <br />Ln <br />0 <br />_Q <br />Z <br />I <br />m <br />0o <br />O <br />j <br />LLJ <br />U <br />0 <br />w <br />F_ <br />w <br />i <br />w <br />o <br />o <br />J <br />Q <br />O <br />UT <br />�I Q <br />O <br />01 <br />0 <br />N <br />Z <br />O <br />U <br />QM <br />M <br />U <br />(N <br />N <br />F- J <br />P <br />J <br />Q <br />N) <br />Ni <br />o a <br />Lij <br />w <br />Z Z <br />J <br />ti <br />Z Q <br />0 U <br />w <br />O <br />Z <br />(7 <br />J N F- <br />W c <br />0 � j <br />i <br />Lu <br />(n O >I <br />J <br />0 <br />Z <br />0 <br />a <br />Ln <br />_Q <br />Z <br />O <br />U- <br />J <br />J <br />Q <br />O <br />UT <br />O <br />0 <br />i <br />U <br />z <br />} <br />Z <br />0 <br />Z <br />Q <br />J <br />z <br />a. <br />�� <br />�w <br />Z�0 <br />o <br />Wcr <br />�� <br />2 <br />w�, <br />z <br />> <br />O <br />J <br />w <br />z <br />O <br /><1 <br />a <br />U <br />0 <br />0 <br />N <br />� <br />Z} <br />�, <br />W <br />�w0=� <br />Z <br />Z <br />LL <br />LL <br />O <br />O <br />Q <br />z <br />v <br />i <br />o <br />0 <br />J <br />N <br />N <br />w <br />v <br />U) <br />_J <br />Z <br />O <br />0) <br />6 <br />6 <br />�N <br />Y <br />i <br />U <br />0 <br />CD <br />0 <br />N <br />!— <br />(r) <br />� <br />n <br />w <br />W <br />o <br />Q <br />0 <br />= <br />O <br />